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Home My WebLink About2016-005 Council ResolutionCITY OF LINO LAKES RESOLUTION NO. 16-05 APPROVING PAYMENT NO. 6 AND FINAL FOR THE 21 ST AVENUE EXTENSION PROJECT WHEREAS, pursuant to resolution 14-24 of the Council adopted March 10, 2014, awarding the contract for the 21St Avenue Extension Project to A-1 Excavating Inc. WHEREAS, a complete summary of costs are detailed in Payment No. 6 (Final); NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes that Payment Request No. 6 (Final) is approved for a fmal contract amount of $817,418.46. Adopted by the Council of the City of Lino Lakes this 25 day of January, 2016. The motion for the adoption of the foregoing resolution was introduced by Council Member Kusterman, and was duly seconded by Council Member Maher and upon vote being taken thereon, the following voted in favor thereof: Kusterman, Maher, Manthey, Rafferty, Reinert The following voted against same: none ATTEST: u is e Bartell, City Ilerk CITY COUNCIL AGENDA ITEM 6C STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: January 25, 2016 TOPIC: Consider Resolution No. 16-05, Approving Payment No. 6 and Final, 21' Avenue Extension Project VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting council action to finalize the 21' Avenue Extension Project. BACKGROUND The 21' Avenue Extension Project contract was in the amount of $841,971.00 and the final payment earned by the contractor for this project is $817,418.46. Thus the contract was under budget by $24,552.54. The fmal payment to A-1 Excavating Inc. is for $80,910.96. This project is funded through assessments to the benefitting property owners and the City's trunk utility unit fund. The cost allocations for the assessments are through a Petition and Waiver agreement with ALino LLC., and a Joint Powers Agreement with the City of Centerville. Staff will proceed to prepare the assessments for future Council consideration. RECOMMENDATION Approve Resolution No. 16-05, Approving Payment No. 6 and Final, 21' Avenue Extension Project in the amount of $80,910.96 to A-1 Excavating Inc. ATTACHMENTS 1. Resolution 16-05 2. Pay Request No. 6 & Final WSB AMEMENSEL Associates, Inc. Owner: City of LIno Lakes 600 Town Center Parkway Lino Lakes, MN 55014-1182 For Period: 9/4/2015 to 1/15/2016 Contractor: A-1 Excavating, Inc. PO Box 90 Bloomer, WI 54724 Pay Voucher LINO - 21st Avenue Extension Client Contract No.: Protect No.: 02029-11 Client Project No.: Date: 1/15/2016 Request No.: 6 & FINAL Prolect Summary 1 Original Contract Amount $ 841,971.00 2 Contract Changes - Addition $17,505.21 3 Contract Changes - Deduction • $0.00 4 Revised Contract Amount $859,476.21 b Value Completed to Date $817,418.46 6 Material on Hand $0.00 7 Amount Earned $817,418,46 8 Less Retainage $0.00 9 Subtotal $817,418.46 10 Less Amount Paid Previously $736,507.60 11 Liquidated Damages $0,00 12 AMOUNT DUE THIS PAY VOUCHER NO. 6 & FINAL $80,910,96 I HEREBY CERTIFY THAT A FINAL EXAMINATION HAS BEEN MADE OF THE ABOVE NOTED CONTRACT, THAT THE CONTRACT HAS BEEN COMPLETED, THAT THE ENTIRE AMOUNT OF WORK SHOWN IN THE FINAL VOUCHER HAS BEEN PERFORMED AND THE TOTAL VALUE OF THE WORK PERFORMED IN ACCORDANCE WITH, AND PURSUANT TO, THE TERMS OF THE CONTRACT IS AS SHOWN IN THIS FINAL VOUCHER. Recommended for Approval by: WSB &Associates, Inc. Approved by Contractor: A-1 Excaypting, Ipc. Constructing Observer: Approved by Owner: City of Lino Lakes Specified Contract Completion Date: Date: 6/30/2015 Comment: Projoct Material Status Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date Sanitary Sewer Improvements 1 2021.501 MOBILIZATION LUMP SUM $3,800.00 1 1 0 $3,800.00 2 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $30.00 10 0 0 $0.00 3 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $1,500,00 1 1 0 $1,500.00 4 2503.603 CONSTRUCT 8" OUTSIDE DROP • LIN FT $150.00 45 45.5 0 $6,825,00 5 2503.603 18" PVC PIPE SEWER - SDR 26 LIN FT $73.00 1260 1196.5 0 $87,344,50 6 2503.603 TELEVISE SANITARY SEWER LIN FT $0,80 1460 1374 0 $1,099.20 7 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT $23.00 235 177 0 $4,071.00 8 2506.516 CASTING ASSEMBLY EACH $545.00 41 4 0 $2,180.00 9 2506.603 CONSTRUCT 48" DIAMETER SANITARY SEWER MANHOLE LIN FT $180.00 125 129 0 $23,220.00 Totals For Section Sanitary Sewer Improvements: $130,039.70 Storm Sewer Improvements 10 2021.501 MOBILIZATION LUMP SUM $1,800.00 1 1 0 $1,800.00 11 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $24.00 10 0 0 $0,00 12 2501.515 15" RC PIPE APRON WITH TRASH GUARD EACH $930.00 5 5 0 $4,650.00 13 2501.515 18" RC PIPE APRON WITH TRASH GUARD EACH $1,020.00 3 3 0 $3,060.00 14 2501.602 SKIMMER EACH $2,300.00 3 3 0 $6,900,00 15 2502.541 4" PERF PE PIPE DRAIN LIN FT $5.00 600 600 0 $3,000.00 16 2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23.50 80 70 0 $1,645.00 17 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $25,00 550 518 0 $12,950.00 18 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $28.00 450 345 0 $9,660.00 19 2§03.602 CONNECT TO EXISTING STORM SEWER EACH $800.00 1 . 1 0 $800.00 20 - 2608.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $860.00 32 29.82 0 $25,645.20 21 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X31)rEACH $1,400.00 4 4 0 $5,600.00 22 2506.516 CASTING ASSEMBLY EACH $520.00 7 9 0 $4,680.00 23 2511.501 RANDOM RIPRAP CLASS III - GROUTED CU YD $85.00 30 30 0 $2,550.00 24 2511.515 GEOTEXTILE FABRIC TYPE III SQ YD $7.00 80 120 0 $840,00 Totals For Section Storm Sewer improvements: $83,780.20 Surface Improvements 25 2021.501 MOBILIZATION LUMP SUM $11,500.00 1 1 0 $11,500.00 26 2101.501 CLEARING ACRE $500.00 1.41 1.53 0 $766.00 27 2101.506 GRUBBING ACRE $500.00 1.41 1.53 0 $765.00 28 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT $2.00 240 340 0 $680.00 29 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.00 850 918 0 $918.00 30 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.00 170 192 0 $384.00 31 2105.501 COMMON EXCAVATION (P) CU YD $3.30 2500 5235 2735 $17,275.50 32 2105.507 SUBGRADE EXCAVATION CU YD $3.80 220 558 0 $2,120,40 33 2105.522 SELECT GRANULAR BORROW (CV) CU YD $14.80 3180 2751.6 0 $40,723.68 34 2105.523 COMMON BORROW (CV) CU YD $11.70 6000 5256.29 2223 $61,498,59 35 2105.607 POND EXCAVATION (EV) CU YD $3.80 2100 2100 0 $7,980.00 36 2112.501 SUBGRADE PREPARATION ROAD STA $75.00 13 13 0 $975.00 37 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $75.00 20 4.5 3 $337.50 38 2130,501 WATER (DUST CONTROL) M GALLONS $21.00 10 24 0 $504.00 39 2211.501 AGGREGATE BASE CLASS 5 TON $13.00 4200 4520.86 0 $58,771.18 40 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2,50 420 330 0 $825.00 41 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,B) TON $70.00 940 963.31 9 $67,431.70 42 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON $70.00 940 873.19 0 $61,123.30 43 2506.522 ADJUST FRAME & RING CASTING ( SANITARY) EACH $175.00 1 1 0 $175,00 44 2521.501 6" CONCRETE WALK SQ FT $5.25 1570 1593 408 $8,363.25 45 2521.511 2.5" BITUMINOUS WALK SQ FT $2.20 8400 8576.5 0 $18,868.30 46 2531.501 _CONCRETE CURB & GUTTER DESIGN B618 LIN FT $9.60 3300 3132 0 $30,067.20 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 47 2531.602 CONCRETE MEDIAN NOSE DESIGN 7113 EACH $325.00 2 2 0 $650.00 48 2531.604 7" CONCRETE VALLEY GUTTER SQ YD $65.00 20 0 0 $0.00 49 2531.618 TRUNCATED DOMES SQ FT $35.00 128 144 0 $5,040.00 50 2563.601 TRAFFIC CONTROL LUMP SUM $1,500.00 1 1 0 $1,500.00 51 2563.602 TYPE III BARRICADES EACH $150.00 14 8 0 $1,200.00 52 2564.531 SIGN PANELS TYPE C SQ FT $35.00 30 30 30 $1,050.00 53 2564.602 PAVEMENT MESSAGE (THRU ARROW) EPDXY EACH $150.00 2 5 0 $750,00 54 2564.602 SALVAGE AND REINSTALL SIGN EACH $100.00 1 1 0 $100.00 55 2565.616 REVISE SIGNAL SYSTEM SYS $12,000.00 1 1 0 $12,000.00 56 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.40 3600 3400 0 $4,760.00 57 2573.530 STORM DRAIN INLET PROTECTION EACH $80.00 11 9 0 $720.00 58 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $400.00 1 1 0 5400.00 59 2573.603 BIOROLL LIN FT $5.50 100 100 0 5550.00 60 2575.502 SEED MIXTURE 260 POUND 56.00 110 110 0 $660.00 61 2575,502 SEED MIXTURE 310 POUND $7.00 70 70 0 $490.00 62- - 2575.506 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $3.40 1900 750 0 $2,560.00 63 2575.511 MULCH MATERIAL TYPE 1 TON $210.00 10 10 0 $2,100.00 64 2575.519 DISK ANCHORING ACRE $100.00 1.6 0 0 $0.00 65 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1,20 3900 3600 0 54,320,00 66 2575.605 SEEDING (INCL. TOPSOIL & FERTILIZER) ACRE 52,800.00 2.4 2.4 0 56,720.00 67 2582.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH $100.00 2 2 0 $200.00 68 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH $100.00 3 3 0 $300.00 69 2582.501 PAVEMENT MESSAGE (THRU ARROW) PAINT EACH $100.00 2 3 0 5300.00 70 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY EACH 5150.00 3 4 0 5600.00 71 2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH $150.00 2 2 0 $30Q.00 72 2582.502 4" SOLID LINE WHITE -PAINT LIN FT 50.50 530 466 0 $233.00 73 2582.502 4" SOLID LINE YELLOW -PAINT LIN FT $0.50 400 0 0 $0.00 74 2582.502 4' DOUBLE SOUD LINE YELLOW -PAINT LIN FT 51.00 1860 977 0 $977.00 75 2582.502 4" DOUBLE SOLID UNE WHITE-EPDXY LIN FT 50.75 530 341 0 5255.75 76"' 2682.602 4" DOUBLE SOLID UNE YELLOW-EPDXY LIN FT $0.75 200 0 0 50.00 77 2582.502 4" DOUBLE SOUD LINE YELLOW-EPDXY LIN FT 50.75 1860 934 0 $700.50 Totals For Section Surface Improvements:. $441,477.85 Watermain Improvements 78 2021.501 MOBILIZATION LUMP SUM $1,800.00 1 1 0 51,800.00 79 2104.523 SALVAGE GATE VALVE & BOX EACH 5200.00 2 2 0 $400.00 80 2104.523 SALVAGE HYDRANT EACH 5250.00 2 2 0 5500.00 81 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $24.00 10 0 0 $0,00 82 2504.602 CONNECT TO EXISTING WATER MAIN EACH 5600.00 2 2 0 51,200.00 83 2504.602 HYDRANT EACH 53,350.00 4 4 0 513,400.00 84 2504.602 8" GATE VALVE AND BOX EACH $1,325.00 4 4 0 55,300.00 85 2504.602 8" GATE VALVE AND BOX EACH $1,775.00 6 4 0 57,100.00 86 2504.602 16' GATE VALVE AND BOX EACH 56,475.00 2 1 0 56,475,00 87 2504.602 INSTALL SALVAGED HYDRANT EACH 5450.00 1 1 0 5450.00 88 2504,602 INSTALL SALVAGED GATE VALVE AND BOX EACH 5200.00 1 1 0 $200.00 89 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $27.00 124 132 0 53,564.00 90 2504.803 8" WATER MAIN -DUCT IRON CL 52 LIN FT $34.00 120 198 0 $6,732.00 91 2504.603 8" WATER MAIN -PVC C900 LIN FT $17.50 450 446 0 57,805.00 92 2504.603 16" WATER MAIN -DUCT IRON CL 52 LIN FT $63.00 1300 1189 0 $74,907.00 93 2504.608 DUCTILE IRON FITTINGS POUND $4.50 4600 3285 0 514,782.50 Totals For Section Watermain Improvements: $144,615.50 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date Work Order 1 94 198183 ADD 8 X 6 REDUCER LUMP SUM $736.50 1 1 0 $736,5Q Totals For Work Order 1: $736,50 Work Order 2 96 981841LOCATE 21" STUB OUT OF MH LUMP SUM $1,795.50 1 1 0 $1,795,50 Totals For Work Order 2: $1,795,50 Work Order 3 96 981851INSTALL TOPSOIL LUMP SUM1$6,930.00 1 1 0 $6,930.00 Totals For Work Order 3: $6,930.00 Work Order 4 97 198225 PAINTING ZEBRA STRIPES !EACH 1 $86,401 161 16 0 $1,382.40 Totals For Work Order 4: $1,382.40 Work Order 5 98 98226 PAINT DIAGONAL CROSS 'SF 1 55.501 241 24_ 0 $132.00 Totals For Work Order 5: $132.00 Work Order 6 99 983741CUT E DITCH BETWEEN PONDS LUMP SUM $1,258.00 11 11 • 0 $1,258.00 Totals For Work Order 6: $1,258.00 Work Order 7 100 983751MILL AND PATCH ASPHALT CRACK LUMP SUM' $1,575.00 11 11 0 $1,575.00 Totals For Work Order 7: $1,575.00 Work Order 8 101 98699 SPRINKLER SYSTEM REPAIR AND INSTALLATION LS $3,695.811 11 1 1 $3,695.81 Totals For Work Order 8: $3,695.81 Project Totals: $817,418.46 Project Payment Status Owner: City of Lino Lakes Client Project No.: Client Contract No.: Project No.: 02029-11 Contractor. A-1 Excavating, inc. Contract C No. Type Date Description Amount WO3 Work Order 6/19/2015 Install topsoil In ditch along Metro Translt as requested by City Engineer $6,930.00 WO1 Work Order 6/19/2015 Add 8x6 reducer $736.50 WO2 Work Order 6/19/2015 Locate 21" stub @ 85' out of MH $1,795.50 W04 Work Order 7/21/2015 ADDED PAINTING - ZEBRA STRIPES AT "T' $1,382.40 WO6 Work Order 9/3/2015 Cut Ditch on East Side of Road between 2 ponds. $1,258.00 W08 Work Order 1/15/2016 Sprinkler system repair and installation $3,695.81 WO7 Work Order 9/3/2015 Mill and patch crack in Asphalt from utilities lack of compaction $1,575.00 W05 Work Order 7/21/2015 PAINTING DIAGONAL CROSS $132.00 Change Order Totals: $17,505.21 Pa Gilt Summ No. From Date To Date Payment Total Payment Retainage Per Payment Total Retainage Total Payment + Retainage Work Certified Per Payment Total Work Certified 1 6/23/2014 7/18/2014 $273,284.12 $273,284.12 $14,383.38 $14,383.38 $287,667.50 $287,667.50 $287,667.50 2 7/19/2014 8/18/2014 $210,335.48 $483,619.60 $11,070.28 $25,453.66 $509,073.26 $221,405,76 $509,073.26 3 - 8/19/2014 10/31/2014 $162,314.20 $635,933.80 $8,016.54 $33,470.20 $669,404.00 $160,330.74 $669,404.00 4 : --t, 11/1/2014 6/22/2015 $29,218.86 $665,152,66 $1,537.84 $35,008.04 $700,160.70 $30,756.70 $700,160.70 5 : 6/23/2015 9/3/2015 $71,354.84 $736,507.50 $3,755,51 $38,763.55 $775,271.05 $75,110.35 $775,271.05 6 & FINAL 9/4/2015 1/15/2016 $80,910.96 $817,418.46 ($38,763.55) $0.00 $817,418,46 $42,147.41 $817,418.46 Payment Totals: $817,418.46 $0.00 $817,418.46 $817,418.46 Protect Summary Material On Hand: Total Payment to Date: Total Rdtainage: Total Amount Earned: $0.00 $817,418.46 Original Contract $0.00 Contract Changes: $817,418.46 Revised Contract: $841,971.00 $17,505.21 $859,476.21